## Strength of materials |

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Page 71

Flanged

flanged

shafts and bolted together, as in Fig. 3-6. The torque is transmitted by the

shearing ...

Flanged

**Bolt**Couplings A commonly used connection between two shafts is aflanged

**bolt**coupling. It consists of flanges rigidly attached to the ends of theshafts and bolted together, as in Fig. 3-6. The torque is transmitted by the

shearing ...

Page 72

Assuming that the stress is uniformly distributed, the load in any

the simple stress equation P = AS and equals -— - S,. It acts through the center of

the

Assuming that the stress is uniformly distributed, the load in any

**bolt**is given bythe simple stress equation P = AS and equals -— - S,. It acts through the center of

the

**bolt**and tangent to the**bolt**circle. The torque resistance of one**bolt**is PR, ...Page 73

The relation between Pi and P2 is determined from the fact that the comparatively

rigid flanges cause deformations in the

distances from the shaft axis. Consequently, remembering that loads are ...

The relation between Pi and P2 is determined from the fact that the comparatively

rigid flanges cause deformations in the

**bolts**that are proportional to their radialdistances from the shaft axis. Consequently, remembering that loads are ...

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allowable stresses aluminum angle assumed axes axial load beam in Fig beam loaded beam shown bending bolt cantilever beam caused centroid CN CN column compressive stress Compute the maximum concentrated load concrete cover plate cross section deformation Determine the maximum diameter elastic curve end moments equal equivalent Euler's formula factor of safety fibers flange flexure formula free-body diagram ft long ft-lb Hence hinged Hooke's law horizontal ILLUSTRATIVE PROBLEMS lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan midspan deflection modulus Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius ratio reaction Repeat Prob resisting restrained beam resultant segment shaft shear center shear diagram shearing force shown in Fig Solution Solve Prob span static steel strain tensile stress thickness torque torsional uniformly distributed load vertical shear weld zero